G
Garam Kim
Researcher at Yonsei University
Publications - 33
Citations - 1246
Garam Kim is an academic researcher from Yonsei University. The author has contributed to research in topics: Pile & Engineering. The author has an hindex of 5, co-authored 26 publications receiving 1125 citations.
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Comparative Influences of Precipitation and River Stage on Groundwater Levels in Near-River Areas
TL;DR: In this paper, the authors investigated the influence of precipitation and river stage on the sustainable performance of foundations of various urban buildings and infrastructures, as GWL causes changes in the stress state within soil.
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Vertical load-carrying behavior and design models for micropiles considering foundation configuration conditions
TL;DR: In this article, the vertical load-carrying behavior of micropile foundations with various configuration conditions was investigated based on results from model load tests, and the authors proposed a loadcarrying mechanism for the inclined condition of the micropiles based on the decomposed axial and lateral load and resistance components.
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Investigation of pullout load capacity for helical anchors subjected to inclined loading conditions using coupled Eulerian-Lagrangian analyses
TL;DR: In this article, the pullout load carrying behavior of helical anchors for inclined loading conditions was investigated based on the coupled Eulerian-Lagrangian (CEL) analyses.
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Probabilistic tunnel collapse risk evaluation model using analytical hierarchy process (AHP) and Delphi survey technique
TL;DR: In this paper, the authors proposed a risk evaluation model for tunnel collapse based on a quantified grading system and influence factors that significantly affected the tunnel collapse hazard, which was validated by comparing and analyzing the risk index calculated using the proposed grading system for actual tunnel cases with and without collapse.
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Improved Performance of Connected Foundations for Resilient Energy Transmission Infrastructure in Soft Soils
TL;DR: In this paper, the performance of electrical transmission towers reinforced with connected beams was investigated using a series of field load tests, and a design model was proposed that can be used to evaluate the sustainable performance and load carrying capacity of connected foundations.